Efficiency of the slime mold algorithm for damage detection of large‐scale structures

IF 1.8 3区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Structural Design of Tall and Special Buildings Pub Date : 2022-06-10 DOI:10.1002/tal.1967
Parsa Ghannadi, S. S. Kourehli
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引用次数: 9

Abstract

Optimization‐based methods are increasingly being implemented for structural damage detection problems through the minimization of the objective functions based on vibration data. The adopted optimization algorithm and objective function play an important role in the accurate detection and quantification of damages. Meanwhile, the challenge of long computational time is another aspect of structural damage identification problems, especially upon addressing large‐scale structures. In this paper, recently developed optimization techniques called slime mold algorithm (SMA) and marine predators algorithm (MPA) are applied to damage assessment of large‐scale structures for the first time. The performance of these algorithms is compared with those obtained using other well‐known optimization techniques such as ant lion optimizer (ALO), whale optimization algorithm (WOA), and grasshopper optimization algorithm (GOA). Furthermore, the sensitivity of three objective functions based on modal assurance criterion (MAC), modified total modal assurance criterion (MTMAC), and natural frequency vector assurance criterion (NFVAC) are examined. Two numerical studies, including the 53‐bar planar truss and the Guangzhou New TV tower, and a full‐scale three‐story frame as an experimental investigation are conducted to present a statistical comparison. The overall results show that the combination of SMA and objective function based on MTMAC provides an accurate tool for damage identification. However, improved SMA (ISMA) has been introduced to enhance the capability of standard SMA for damage detection, and especially finite element model updating in the experimental example. Five benchmark functions are also used to evaluate the global optimization capacity of ISMA and SMA. The results show that the ISMA has many benefits in terms of tackling global optimization problems. MPA‐MTMAC can provide promising results compared with ALO‐MTMAC, WOA‐MTMAC, and GOA‐MTMAC. However, excessive computation time is a big drawback for MPA. The overall results confirm the perfection of the objective function based on MTMAC compared with two others based on MAC and NFVAC.
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黏菌算法在大型结构损伤检测中的有效性
基于优化的方法越来越多地通过最小化基于振动数据的目标函数来实现结构损伤检测问题。所采用的优化算法和目标函数对损伤的准确检测和量化起着重要作用。同时,长计算时间的挑战是结构损伤识别问题的另一个方面,尤其是在处理大型结构时。本文首次将最近开发的黏菌算法(SMA)和海洋捕食者算法(MPA)优化技术应用于大型结构的损伤评估。将这些算法的性能与使用其他众所周知的优化技术(如蚁狮优化器(ALO)、鲸鱼优化算法(WOA)和蚱蜢优化算法(GOA))获得的性能进行了比较。此外,还考察了基于模态保证准则(MAC)、修正总模态保证准则和固有频率矢量保证准则(NFVAC)的三个目标函数的灵敏度。进行了两个数值研究,包括53杆平面特拉斯和广州新电视塔,以及作为试验研究的全尺寸三层框架,以进行统计比较。总体结果表明,基于MTMAC的SMA与目标函数的结合为损伤识别提供了一种准确的工具。然而,引入了改进的SMA(ISMA)来增强标准SMA的损伤检测能力,特别是在实验示例中的有限元模型更新。还使用了五个基准函数来评估ISMA和SMA的全局优化能力。结果表明,ISMA在解决全局优化问题方面具有许多优点。与ALO-MTMAC、WOA-MTMAC和GOA-MTMAC相比,MPA-MTMAC可以提供有希望的结果。然而,计算时间过长是MPA的一大缺点。总体结果证实了基于MTMAC的目标函数与基于MAC和NFVAC的目标函数相比是完美的。
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来源期刊
CiteScore
5.30
自引率
4.20%
发文量
83
审稿时长
6-12 weeks
期刊介绍: The Structural Design of Tall and Special Buildings provides structural engineers and contractors with a detailed written presentation of innovative structural engineering and construction practices for tall and special buildings. It also presents applied research on new materials or analysis methods that can directly benefit structural engineers involved in the design of tall and special buildings. The editor''s policy is to maintain a reasonable balance between papers from design engineers and from research workers so that the Journal will be useful to both groups. The problems in this field and their solutions are international in character and require a knowledge of several traditional disciplines and the Journal will reflect this. The main subject of the Journal is the structural design and construction of tall and special buildings. The basic definition of a tall building, in the context of the Journal audience, is a structure that is equal to or greater than 50 meters (165 feet) in height, or 14 stories or greater. A special building is one with unique architectural or structural characteristics. However, manuscripts dealing with chimneys, water towers, silos, cooling towers, and pools will generally not be considered for review. The journal will present papers on new innovative structural systems, materials and methods of analysis.
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